A column is given in the figure Q 2 ( a ) Arrive at an expression for the critical load ( P ) for...

A column is given in the figure Q 2 ( a ) Arrive at an expression for the critical load ( P ) for the column clamped at one end and free on the other end . The column has a second moment of area I , modulus of elasticity E , and the length as given in the figure 0 . 2 ( ) . The shape function for the column is selected to be y4-4l0s

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